CN204832001U - Bituminous mixture water stability wheel grinds test device - Google Patents

Bituminous mixture water stability wheel grinds test device Download PDF

Info

Publication number
CN204832001U
CN204832001U CN201520570808.3U CN201520570808U CN204832001U CN 204832001 U CN204832001 U CN 204832001U CN 201520570808 U CN201520570808 U CN 201520570808U CN 204832001 U CN204832001 U CN 204832001U
Authority
CN
China
Prior art keywords
suction cups
rubber suction
test
guide rail
loadwheel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520570808.3U
Other languages
Chinese (zh)
Inventor
方杨
吴传海
周呈强
李善强
肖春发
许新权
李�浩
张国民
严超
杨红军
杨东来
刘涛
饶志勇
徐一鸣
王璐
周勇
傅广文
伍宇
王敬飞
展宏图
潘玲
钟鼎文
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HUALU TRAFFIC SCIENCE-TECHNOLOGY Co Ltd GUANGDONG
Original Assignee
HUALU TRAFFIC SCIENCE-TECHNOLOGY Co Ltd GUANGDONG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by HUALU TRAFFIC SCIENCE-TECHNOLOGY Co Ltd GUANGDONG filed Critical HUALU TRAFFIC SCIENCE-TECHNOLOGY Co Ltd GUANGDONG
Priority to CN201520570808.3U priority Critical patent/CN204832001U/en
Application granted granted Critical
Publication of CN204832001U publication Critical patent/CN204832001U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Road Paving Structures (AREA)

Abstract

The utility model discloses a bituminous mixture water stability wheel grinds test device, its characterized in that: including test container, guide rail, load wheel and rubber suction cups, be provided with fixing device in the test container, the last test piece that is fixed with of fixing device, the counter weight device has been placed to guide rail center top, the guide rail below is connected with the load wheel, the load wheel is connected with the rubber suction cups all around, rubber suction cups lug connection is to the test piece upper surface. The utility model discloses the load wheel that will be connected with the rubber suction cups comes and goes the walking on the guide rail, roll the bituminous mixture test piece, truly simulates bituminous paving moisture motion state, and the water stability that detects sum check bituminous mixture can, simple structure does not adopt complicated mechanism or complicated components and parts, this device comprises several simple components, and easy operation is convenient, and the practicality is strong.

Description

A kind of stability of asphalt mixture rolling test unit
Technical field
The utility model relates to a kind of stability of asphalt mixture rolling test unit, is specifically related to a kind of rolling test unit of stability of asphalt mixture.
Background technology
Asphalt is a kind of compound substance, and primarily of pitch, coarse aggregate, fine aggregate, inserts composition, what have also adds polymkeric substance and lignose; Be mixed to form different structures by the material of these different qualities and quantity, and there is different mechanical properties.Water Damage on Asphalt Pavement mechanism is: under the flowing pressure effect of vehicular load, water enters asphalt inside, form pump and inhale effect, asphalt is moved in circles and washes away, cause compound cohesion to decline and lose and final stripping, show as purt slurry, loose, the hole failure mode such as groove, check crack.
Existing for check stability of asphalt mixture can have immersion Marshall test and indirect tensile test on frozen-thaw.Immersion Marshall test process load is dead load, can not simulate mechanical erosion that moisture produces asphalt membrane and repeatedly inhale pressure effect, the embedded squeezing power between what stability value reflected mainly gather materials, and for pitch and between gathering materials adhesion insensitive.Indirect tensile test on frozen-thaw adopts the two-sided compound test specimen hitting real 50 times, and voidage is comparatively large, and water is comparatively serious to compound internal corrosion, and therefore test condition is harsher than immersion Marshall test.Cleaving process can partly weigh compound tensile strength, also slightly reasonable than immersion Marshall test.But still there is certain defect: one is test specimen pre-service aspect, and the state of saturation due to test specimen depends on voidage and soaking time, and it is very difficult for making all test specimens reach water suction state of saturation at the appointed time; Two is the stressed aspects of test specimen, and load is dead load, the embedded squeezing power between what cleavage strength value reflected mainly gather materials and non-bituminous and the adhesion gathered materials.Two kinds of test methods all can not the real processes of simulated roadway Moisture Damage.
Utility model content
For the problems referred to above, the utility model aims to provide a kind of stability of asphalt mixture rolling test unit.
For realizing this technical purpose, scheme of the present utility model is: a kind of stability of asphalt mixture rolling test unit, it comprises test container, guide rail, loadwheel and rubber suction cups, stationary installation is provided with in described test container, described stationary installation is fixed with test specimen, above described guideway centreline, is placed with counter weight device, below described guide rail, be connected with loadwheel, described loadwheel surrounding is connected with rubber suction cups, and described rubber suction cups is directly connected to test specimen upper surface.
As preferably, described test container is cisten mechanism, and described test container is with temperature regulating device.
As preferably, described loadwheel is rubber wheel or steel wheel.
As preferably, the rubber suction cups on described loadwheel is one or more.
The beneficial effects of the utility model, go and back running the loadwheel being connected with rubber suction cups, roll bitumen mixture specimen on guide rail, real simulation bituminous pavement moisture movement state, detect and check the water stabilizing of asphalt; Structure is simple, does not adopt complex mechanism or complicated components and parts; This device is made up of several simple component, simple to operation, practical.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further details.
As shown in Figure 1, specific embodiment described in the utility model is a kind of stability of asphalt mixture rolling test unit, comprise test container 7, guide rail 2, loadwheel 3 and rubber suction cups 4, stationary installation 6 is provided with in described test container 7, described stationary installation 6 is fixed with test specimen 5, and described guide rail 2 overcentre is placed with counter weight device 1, is connected with loadwheel 3 below described guide rail 2, described loadwheel 3 surrounding is connected with rubber suction cups 4, and described rubber suction cups 4 is directly connected to test specimen 5 upper surface.The loadwheel being connected with rubber suction cups goes and back running on guide rail, rolls bitumen mixture specimen, rubber suction cups direct effect bitumen mixture specimen, realizes pumping into and pumping of moisture under rolling effect.The utility model real simulation bituminous pavement moisture movement state.
Described test container 7 is cisten mechanism, and described test container, with temperature regulating device, can test the impact of different water temperature on test specimen.
Test specimen 5 is fixed in stationary installation 6, water is held in water tank 7, test specimen is made to be fully immersed in water, by immediately below loadwheel 3 or surrounding connect upper rubber suction cups 4, rubber suction cups 4 is just to test specimen 5, guide rail 2 is connected with above loadwheel 3, counter weight device 1 is applied on walking guide rail 2, the loadwheel 3 being connected with rubber suction cups 4 is gone and back running on guide rail 2, bitumen mixture specimen 5 is rolled, rubber suction cups 4 direct effect bitumen mixture specimen 5, realizes pumping into and pumping of moisture under rolling effect, real simulation bituminous pavement moisture movement state.
Described loadwheel 3 can be rubber wheel or steel wheel, and rubber suction cups 4 quantity on described loadwheel 3 can be one or more.
The above; be only preferred embodiment of the present utility model; not in order to limit the utility model, every above embodiment is done according to technical spirit of the present utility model any trickle amendment, equivalently replace and improve, within the protection domain that all should be included in technical solutions of the utility model.

Claims (4)

1. a stability of asphalt mixture rolling test unit, it is characterized in that: comprise test container, guide rail, loadwheel and rubber suction cups, stationary installation is provided with in described test container, described stationary installation is fixed with test specimen, counter weight device is placed with above described guideway centreline, be connected with loadwheel below described guide rail, described loadwheel surrounding is connected with rubber suction cups, and described rubber suction cups is directly connected to test specimen upper surface.
2. a kind of stability of asphalt mixture rolling test unit according to claim 1, is characterized in that: described test container is cisten mechanism, and described test container is with temperature regulating device.
3. a kind of stability of asphalt mixture rolling test unit according to claim 1, is characterized in that: described loadwheel is rubber wheel or steel wheel.
4. a kind of stability of asphalt mixture rolling test unit according to claim 1, is characterized in that: the rubber suction cups on described loadwheel is one or more.
CN201520570808.3U 2015-07-30 2015-07-30 Bituminous mixture water stability wheel grinds test device Expired - Fee Related CN204832001U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520570808.3U CN204832001U (en) 2015-07-30 2015-07-30 Bituminous mixture water stability wheel grinds test device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520570808.3U CN204832001U (en) 2015-07-30 2015-07-30 Bituminous mixture water stability wheel grinds test device

Publications (1)

Publication Number Publication Date
CN204832001U true CN204832001U (en) 2015-12-02

Family

ID=54689591

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520570808.3U Expired - Fee Related CN204832001U (en) 2015-07-30 2015-07-30 Bituminous mixture water stability wheel grinds test device

Country Status (1)

Country Link
CN (1) CN204832001U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109444013A (en) * 2018-09-19 2019-03-08 广东建浩检测科技有限公司 A kind of pavement seepage dynamic test equipment and its test method
CN110231467A (en) * 2019-07-16 2019-09-13 浙江省交通集团检测科技有限公司 Not viscous wheel pitch is not viscous to take turns performance testing device and test method
CN114459995A (en) * 2022-03-02 2022-05-10 仝付强 Road construction pitch adhesion testing arrangement

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109444013A (en) * 2018-09-19 2019-03-08 广东建浩检测科技有限公司 A kind of pavement seepage dynamic test equipment and its test method
CN110231467A (en) * 2019-07-16 2019-09-13 浙江省交通集团检测科技有限公司 Not viscous wheel pitch is not viscous to take turns performance testing device and test method
CN114459995A (en) * 2022-03-02 2022-05-10 仝付强 Road construction pitch adhesion testing arrangement
CN114459995B (en) * 2022-03-02 2023-09-29 仝付强 Road construction asphalt adhesion testing arrangement

Similar Documents

Publication Publication Date Title
Gao et al. Laboratory evaluation on comprehensive performance of polyurethane rubber particle mixture
Yang et al. Performance characterization and enhancement mechanism of recycled asphalt mixtures involving high RAP content and steel slag
Yan et al. Early-age strength and long-term performance of asphalt emulsion cold recycled mixes with various cement contents
CN103558111B (en) Method for quickly detecting water content of emulsified asphalt cold-recycling mixture
CN100577736C (en) Asphalt pavement conditioning curing agent and preparation method thereof
CN204679335U (en) A kind of New asphalt mixture layer Reflective Cracking Resistance test test specimen
CN204832001U (en) Bituminous mixture water stability wheel grinds test device
CN101907548B (en) Bituminous pavement material hydrodynamic pressure washing tester
CN103558366A (en) Water stability testing method for large-particle size asphalt mixture
CN101748677A (en) Cold-regenerated emulsified asphalt mixture and method of cold-regenerated emulsified asphalt mixture for road surface reconstruction
CN105241761A (en) Method for evaluating bonding strength and durability between layers of asphalt road
CN104513460A (en) Interface modifier material of aggregate-bitumen and application of interface modifier material
Ishaq et al. Rejuvenator effectiveness in reducing moisture and freeze/thaw damage on long-term performance of 20% RAP asphalt mixes: An Australian case study
CN104374647B (en) Ice and snow melting effect test method of snow melting asphalt mixture
Jiang et al. Comprehensive assessment of the durability deterioration of asphalt pavement in salt environment: A literature review
Zhao et al. A summary of cold patch material for asphalt pavements
Lu et al. In-situ and numerical investigation on the dynamic response of unbounded granular material in permeable pavement
Liu Asphalt pavement preventive maintenance technology overview
CN205483865U (en) Asphalt mixture water -stability test unit
CN204855515U (en) Bituminous mixture water stability unipolar test device
Sun et al. Study on deformation behavior and prediction model of asphalt mixture based on interface-slip characteristics of aggregates
Santagata et al. Potential performance-related properties of rubberized bituminous mixtures produced with dry technology
Jiang [Retracted] Damage Mechanism of Asphalt Concrete Pavement under Different Immersion Environments
CN104931365B (en) A kind of detect twists device and its assay method that stranding effect damages road surface
Udomchai et al. Asphalt concrete improved by concentrated rubber latex and prevulcanized rubber latex–Performance and cost analysis

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151202

Termination date: 20200730